123

Maqolada shamol to‘lqinlarining generatsiyasiga statsionar oqim va suv havzasining cheklangan kengligi sezilarli darajada ta’sir qiladigan katta gruntli kanallar sharoitlari uchun shamol to‘lqinlarining generatsiyasi masalasi qarab chiqlgan. To‘lqinlarning balandligi va davrlarini aniqlash uchun bog‘lanishlar olingan.

  • Web Address
  • DOI
  • Date of creation in the UzSCI system 21-05-2024
  • Read count 123
  • Date of publication 15-09-2023
  • Main LanguageO'zbek
  • Pages40-44
Ўзбек

Maqolada shamol to‘lqinlarining generatsiyasiga statsionar oqim va suv havzasining cheklangan kengligi sezilarli darajada ta’sir qiladigan katta gruntli kanallar sharoitlari uchun shamol to‘lqinlarining generatsiyasi masalasi qarab chiqlgan. To‘lqinlarning balandligi va davrlarini aniqlash uchun bog‘lanishlar olingan.

№ Name of reference
1 [1] Bryanskaya Yu.V., Markova I.M., Ostyakova A.V. Ed. V.S. Borovkova. Hydraulics of water and suspension flow in rigid and deformable boundaries. - M .: Publishing house DIA, 2009, - 264 p.
2 [2] Lyakher V.M. Turbulence in hydraulic structures. M.: Energy, 1968, - 408 p
3 [3] Maslov N.N. Fundamentals of soil mechanics and engineering geology. M.: Highestschool, 1968. -285 p.
4 [4] Meschyan S.R. Experimental rheology of clay soils. M.: Nedra, 1985. -342.
5 [5] Mirtskhulava Ts.E. Erosion of channels and methods for assessing their stability. M.: Kolos, 1967. - 179 p.
6 [6] Osipov V.I. The nature of the strength and deformation properties of clayey rocks. - Ed. Moscow University. 1989, - 235 p.
7 [7] Tsytovich N.A. Soil mechanics. - M .: Higher School, 1983, -288 p.
8 [8] Эшев, С.С. andХазратов, А.Н., 2016. К вопросу моделирование нарушенной структуры связных грунтов в лабораторных условиях. Инновационноеразвитие, (5), pp.25-28.
9 [9] Eshev S.S. Calculation of deformations of large earthen canals under conditions of stationary water flow. Tashkent. “Scienceand technology”, 2017.-164 p.
10 [10] Eshev, S., Rahmatov, M., Khazratov, A., Mamatov, N., Sagdiyev, J., &Berdiev, M. (2021). Critical flow velocities in cohesive saline soils. In E3S Web of Conferences (Vol. 264, p. 03071). EDP Sciences.
Waiting